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HCM 6th TWSC3: Site Driveway & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing AM Synchro 11 ReportW-TransPage 3IntersectionInt Delay, s/veh 2.2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Vol, veh/h 31 39 5 47 29 3Future Vol, veh/h 31 39 5 47 29 3Conflicting Peds, #/hr000000Sign Control Free Free Free Free Stop StopRT Channelized - None - None - NoneStorage Length - 575 - - 0 50Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 85 85 85 85 85 85Heavy Vehicles, % 10 23 0 13 21 0Mvmt Flow 36 46 6 55 34 4 Major/Minor Major1 Major2 Minor1Conflicting Flow All 0 0 82 0 103 36 Stage 1 - - - - 36 - Stage 2 - - - - 67 -Critical Hdwy - - 4.1 - 6.61 6.2Critical Hdwy Stg 1 - - - - 5.61 -Critical Hdwy Stg 2 - - - - 5.61 -Follow-up Hdwy - - 2.2 - 3.689 3.3Pot Cap-1 Maneuver - - 1528 - 851 1042 Stage 1 - - - - 940 - Stage 2 - - - - 910 -Platoon blocked, % - - -Mov Cap-1 Maneuver - - 1528 - 848 1042Mov Cap-2 Maneuver - - - - 848 - Stage 1 - - - - 940 - Stage 2 - - - - 906 - Approach EB WB NBHCM Control Delay, s 0 0.7 9.3HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBTCapacity (veh/h) 848 1042 - - 1528 -HCM Lane V/C Ratio 0.04 0.003 - - 0.004 -HCM Control Delay (s) 9.4 8.5 - - 7.4 0HCM Lane LOS A A - - A AHCM 95th %tile Q(veh) 0.1 0 - - 0 -HCM 6th TWSC4: Clements Rd & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing AM Synchro 11 ReportW-TransPage 4IntersectionInt Delay, s/veh 3.3Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 19 5 14 4 0 2 32 47 3 2 65 18Future Vol, veh/h 19 5 14 4 0 2 32 47 3 2 65 18Conflicting Peds, #/hr000000000000Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free FreeRT Channelized - - None - - None - - None - - NoneStorage Length - - - - - - - - - - - -Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -Grade, % - 0 - - 0 - - 0 - - 0 -Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85Heavy Vehicles, % 11 20 0 0 0 0 9 4 0 0 6 22Mvmt Flow 22 6 16 5 0 2 38 55 4 2 76 21 Major/Minor Minor2 Minor1 Major1 Major2Conflicting Flow All 225 226 87 235 234 57 97 0 0 59 0 0 Stage 1 91 91 - 133 133 - - - - - - - Stage 2 134 135 - 102 101 - - - - - - -Critical Hdwy 7.21 6.7 6.2 7.1 6.5 6.2 4.19 - - 4.1 - -Critical Hdwy Stg 1 6.21 5.7 - 6.1 5.5 - - - - - - -Critical Hdwy Stg 2 6.21 5.7 - 6.1 5.5 - - - - - - -Follow-up Hdwy 3.599 4.18 3.3 3.5 4 3.3 2.281 - - 2.2 - -Pot Cap-1 Maneuver 712 643 977 724 670 1015 1454 - - 1558 - - Stage 1 894 786 - 875 790 - - - - - - - Stage 2 848 751 - 909 815 - - - - - - -Platoon blocked, % - - - -Mov Cap-1 Maneuver 695 625 977 691 651 1015 1454 - - 1558 - -Mov Cap-2 Maneuver 695 625 - 691 651 - - - - - - - Stage 1 870 785 - 851 769 - - - - - - - Stage 2 823 731 - 886 814 - - - - - - - Approach EB WB NB SBHCM Control Delay, s 10 9.7 2.9 0.2HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBRCapacity (veh/h) 1454 - - 765 773 1558 - -HCM Lane V/C Ratio 0.026 - - 0.058 0.009 0.002 - -HCM Control Delay (s) 7.5 0 - 10 9.7 7.3 0 -HCM Lane LOS A A - B A A A -HCM 95th %tile Q(veh) 0.1 - - 0.2 0 0 - -